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Professional Service Industries, Inc. <br /> <br />6032 N. Cutter Circle, Suite 480 <br />Portland, OR 97217 <br /> <br />CCB No. 176269 <br />Phone: (503) 289 -1778 <br /> <br />Fax: (503) 289-1918 <br /> <br />Report No: SIF:0702623-48/1 <br />Steel Observation Field Report <br />Issue No: 1 <br /> <br />These test results apply only to the specific locations and materials noted and <br />DREW WILDER, ERIC <br />Client: CC: <br />COLUMBIA HELICOPTERS INC <br />may not represent any other locations or elevations. This report may not be <br />HOLMGREN, JIM <br />14452 AMDT RD <br />reproduced, except in full, without written permission by Professional Service <br /> <br />Industries, Inc. <br />TRUSSELL, NICK <br /> <br />SHUR, RICK <br />AURORA, OR 97002 <br /> <br />TERRIER, STEVE ., <br /> <br />STEVE ENTENMAN <br />Project: <br />COL. HELICOPTER P714 TEST CELL <br /> <br />AURORA OR <br />Approved Signatory: John Eakman (Project Manager) <br />Date of Issue: 9/1/2011 <br /> <br />Date: 8/24/2011 Technician: Steve Herigstad <br />General Contractor: Centrex Subcontractor: Orcon Comm. Weather: Clear, Hot <br />Location(s)/Item(s): Exhaust baffle lateral frame New Inspection <br />Epoxy dowel placement on the south wall Re-Inspection <br />Type(s) of Observations/Testing Performed & General Checklist <br /> (Verified) <br /> Special Inspection AWSQC1/ASNT VT At Completion In Progress Post-Completion* Continuous Periodic Other <br />Structural Welding Structural Bolting Steel Erection Post-Installed Anchors Open Web Steel Joist Inspection <br /> Shop Field Pretension Shear Brg Shop Field Chemical Mechanical Shop Field <br />Weld Process Bolts Specified Joint Details ICBO Report No: Joist Girder Seat Connections <br />Electrode Turn-of-Nut Erection Dwgs Anchor Type Joist Seat Connections <br />Weld Profiles(s) Cal. Wrench Inspection Rpts Adhesive Type Horiz. Bridging Connections <br />Welder Cert(s) Tension Control Mark No.s Hole Diameter X-Bridging Connections <br />Weld Prcdr(s) Snug Tight Anchor Bolts Embed Depth Wind Brace Connections <br />Mill Cert(s) Hardened Washers Columns Bottom Girder Braces <br />Prep & Fit-Up Tighten Sequence Beams Clean & Dry RTU Joist Reinforcement <br />Preheat Temp Faying Surfaces Metal Deck/Studs Adequate Adhes. <br /> UT MT RT PT Skidmore Tests X-Bracing Torqued/Tight <br />Box Definitions: X=Attached; IC=In Compliance; NA=Not Applicable; NC=Nonconformance (see below). *Describe Limitations Below or Contact Bldg Dept. <br />Detailed Observations, Materials, Workmanship & Procedure Descriptions <br />Referenced Details/Drawings: S1.1, A6.1.1, 20 1103.10, dated 7/19/11. <br />Non-Conformance # : <br />Parties Notified: General Contractor Subcontractor Architect Engineer Owner Other: Standby Time: <br />To the best of my knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications and applicable workmanship <br />provisions of the International Building Code: Except as Noted Not Applicable Unapproved Drawings/Plans/Materials <br /> NCR Issued Non-Compliance Requires Engineers Acceptance (RFI) Reinspection Required <br />Inspector: Steve Herigstad ID Number: OBOA #429 <br /> <br />Remarks: <br /> PSI onsite as requested to observe the placement of (42) 5/8"x5" SS epoxy dowels at the above location.Contractor used Simpson Set <br />XP epoxy, ICC #2508, expiration date 05/2013, installed in 1/2"x3-1/2" hole. The holes were blown, brushed, and then blown clean with <br />compressed air per ICC Report #7508. <br /> <br /> <br />Note: (3) holes need to be completed at a later date at the same location. <br /> <br />Page 1of 1 <br /> <br />